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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.80 <br />KICKER TO (E) BEAM CONNECTION CHECK <br />Checking Weld Capacity in Shear per AISC Steel Manual, Equation 8-1: <br />RU= Pbr <br />D= 1/4 x 16/1= 4 <br />L= 3in x 2= 6in <br />ϕRn= 1.392kip/in x D x L= 1.392kip/in x 4 x 6in= 33kip <br />DCR= RU/ϕRn= 0.35kip/33kip= 0.01< 1.0, OK <br />Checking Weld Capacity in Tension per AISC Steel Manual, Equation 8-1: <br />RU= Pbr <br />D= 1/4 x 16/1= 4 <br />L= 3in x 4= 12in <br />Weld is loaded transversely, θ=90 deg <br />Effect of load angle= (1.0 + 0.5 x sin1.5 (90 deg))= 1.5 ---> per AISC Steel Manual, Equation J2-5 <br />ϕRn= Effect of load angle x 1.392kip/in x D x L= 1.5 x 1.392kip/in x 4 x 12in= 100kip <br />DCR= RU/ϕRn= 0.35kip/100kip= 0.0035< 1.0, OK <br />Use min 1/4 weld all around <br />Brace Demand due to Seismic loading: <br />Braces spaced @6'-0" O.C: <br />PDL= WT= W x h x spacing =10.5psf x 8ft x 6ft=504lbs <br />Eh= 0.489 xWT= 0.489 x 504lbs=246.5lbs= 0.247kip <br />PEh= 1.4 x Eh= 1.4 x 0.247kip= 0.35kip <br />Fp <br />Fp <br />PEh450 <br />1/4 <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.80 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024